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HomeMy WebLinkAbout6318-1CRY OF FONTANA - GENERAL NOTE FOR STREET IMPROVEMENT PLANS 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PIANS, THE CTY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFCATONS FOR PUBLIC WORKS CONSTRUCTON ('GREENSOOK'). ALL REFERENCE SPECIFICATIONS AND STARG." SHALL BE THE LATEST EDRON UN OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFUCT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROWSIONS IN THE GREEN BOOK'. THE CONTRACTOR SHALL iNMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOWTON, 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL DF THE CITY ENGINEER. 4. CONSTRUCTON PERMITS SHAM BE OBTAINED FROM THE CITY OF FOMADA COMMUNITY DEVELOPNENT DEPARTMENT, ENGINEERING DMSION PRIOR TO THE START OF ANY WORK, IN5PECTION COORDINATION SHAM BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBUC RIGI T DF-WAY WITHIN THE CITY LIMITS. CALL (BOB) 350-)610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC GQMROLS. LATEST NON -METRIC EDRON UNLESS OTHERWISE DIRECTED BY THE CNY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO MVMAIN PARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. ). THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION DR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE OMSION OF I OFVINDUSTRILL SAFETY OF1HE STALE FEET SHNL ALSO BE GUARDED WHEN V THE PUBLIC RIGHT OF WAY WITHOUT BEEN DETERMINED FROM AVAILABLE PDNSIBIUTY OF THE COHINACTOR TO ) ELENATON OF Am EXISTING UTUMES, ID DAMAGE THERETO. THE CONTRACTOR ALL 811, TWO WORKING DAIS BEFORE vm. FALTER M_ Co.. wLTm WLW a vMT. GA5 Wu2 -- ax MXE/OMUMAx aDow. POWN J WITH ALL UIILFIY ELEVICOMPANIES ELECTRIC, CABLE TSION, TER, RECWNED WATER SEWER, STORM Y COMPANIES SHALL BE OWN TWO IBR FACILITIES,O TRMTC NCUUL ° t(-x IXWI SIRFED UGHI RE HYDRANT R WATER MAN VALVES VIRACTOR SHALL COORDINATE WITH THE N AND WATER REQUIREMENTS. IXIn' SIMNURAPR uARxoU a'w FWTT GLOVER MVN01E S EXCEPT WHERE OTHERWISE NOTED. BE SET BY THE ENGINEER TO ENABLE THE PLAN GRADES THE CONTRACTOR DF BENCHMARKS AND CONSTRUCTON 0 omT. WEAR )RVEY MONUMENTS, MDNUMENT TES OR CITY ENGINEER. ARVEY CONTROL, INCLUDING SURVEY SHALL BE DONE BY A REGISTERED CML MONUMENTS THAT WILL BE DESTROYED E REPLACED. THE CONTRACTOR SHALL RUCTION SO THAT TES TO MONUMENTS RAN m o, o @Psi. TRNRC mOxu Imx Ixel. OAS uCtve THE MONUMENT. :AL RESIDENTS AND BUSINESSES MAIAL_ AT A WVNEO AT ALL TIMES THE CY VEHICLES. EFFECTNE MEANS DF DUST CONTROL, ED WHEN SUSTAINED WIND VELOCITIES ° IX�' uRC ROx n .� OPn. T¢GwOxC xAMn[ Tlox ED RIGHTDEOFISWAY MVLIExT UNE Ra XtaR TIY ADJACIEMMTO' THIET IOW PRIOR APPROVAL OF THE CITY 'KFILL 4 COMPACTION. FAIWRE TO OBTAIN LING OF THAT PORTION OF THE WORK CHES, AND SWALES FROM UNDERMINING SITE, THE CTY ENGINEER MAY REQUIRE WD RAF 26, ALL EXPOSED CONCRETE SURFACES SHALL CDNFORM IN GRADE, COLOR AND FINISH TO NATCH EXISTING CONCRETE 2l. THE SEWER CONTRACTOR SHALL STAMP AN S' IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 2B. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTIUTIES SW BE INSTALLED, TESTED AND APPROVED PRIOR TO PAWNG OF STREETS, 30. APPROVED SOIL SIERILANT IS REQUIRED UNDER ALL NEW ASPHALT -MI- PRIOR TO PLACEMEN. 31, PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF AC. PAVEMENT AND OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMNEND m A GEOTECHNICAL REPORT AND SUBMITTED TO THE Cl m OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEAN OUT FRANES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PANNG CONTRACTOR UPON COMPLETION OF PAMNG. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING. STRIPING, BARRICADES, AND OTHER TRAFFIC CD,TROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AMD)OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWAU(S AFFECTED m THE CONSTRUCTION TO THE SATSFACIION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PRONDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL P.AADE RECORD DRAWINGS TO THE CITY ENGINEER. LISEI DEMNI SIZE CONDUIONS DURING THE COUTHAT RSE OMF ASSUMEW R LCTON 'OF THHEEMPLETE PRWEACTNNCWDMG SAFEm OF M01ilmroNxOnwL WROPiDRK°'�'Nc HouRS; AND r THE CITY OF NTARUL THE ANTI :uixE coxlRAcioa sH.,,NEENS oiiELrYio,x DEumiNle% PROJECT. HARMULESS FOR ANY AND ED�NG"FFORGEMBBI� ARISING FRDA THE 601E PNEG�RAPOE OFTH RKOCNER HUS OR ENGINEE EXISTING UNDERGROUND STRUCTURES= STREET IMPROVEMENT PLAN FOR 13770 JURUPA AVENUE PARCEL MAP NO. 20468 DUST. EDGE OF ABC —ENT ONE CON.MT WATER UNE N. O O xDX uTcn Nwx our �J ProPosEO oa1Ls eG�E UR uTCx BG9x "P,}YW cn s�YX M Go. N V tM Y n5 j` I m I 0.A11u �_ J- NWw� _ PROP& AC ROPIWED of JURUPA AVENUE STA 14+94,50 TO STA 194SW TYPICAL SECTION AEIBREVIATIONS c-�FRIx1 UEE RFC _ETU or GoLp NTAtM T.G -TOP OF CIWB SW _a OVAL AP. F# -M6o 9CN'CCE 1. RQP. -BOROY OF PPE Tr WOO or TJh COCRRE PPE Sl -SUUAUE FEET BAR NN i° v)-Exsnxc BEWnox -GGION OF VNL So. -TA � OF WIL TOP -NMWL GWA TOP OF E -_ OF PADENI -XKX PONT - X P -gIWX WON" WX 6W. � - L£ - - -EgSAM OWN 1PNIfi P/D - PID P.P. -GONOI P01E T8 -mp OF WAY 90 7y' W' OWU SAC BERM WITH SAND BASE DETAIL: N.T.S. 0' WIN Y GRAD /ND SEE PLAN NH�ETS Fdi C OYFfdAY DDm7T. C SAN1AIT NEW PAWMFM R1MR DOST. AS NEN AB. nC,T AND OVERLAY J N.T.S. WPENHW SECTION A -A: n COMMERCIAL-INDWRAL DRNEWAY (MODIRED) Y N.TS. Cm W Fl1XIAxA SR PLW NA IWt NCIN/TY AMP x,� STREET CONSTRUCTION NOTES . @R(GIEIF IN PWE m"G NPNNEB KT (PTA PLAID. @SAWI]R M REMN'E OOENG PAWNG @CONSTRUCT AG PMMENI 7V NETS 4' AS OVER 1Y NARK SOIL REPO PNT Io..ND.F6)A �M(JP/CIgN r O!" fiNEcxxIC01 O3 GRN) AND 0W UD` DOSING AC PAWMDB. WNINUN DEPIN 2' (5' NON. mm OR AS RRECDD BY INSPEOIW) SEE EDYL 3 ON SHEET I. AND PER Cm A. 1WB @CONSTRUCT B' CURB AVD OUTER PER GUY STD. 1000. @CONSTRUCT B' HOT MK ASPHALT GONCUBE NKE PER Cm STD. 100) @CONSTRUCT 4' P.C.C. SIDEVIX PER CITY S O. 1006. OCWSIT RUCT MODIFIED LIRA£ APPROACH PER DEAL ON SHEET I AND Cm OF FONMNA STD. PLAN No. I— O �SIR� FASIFIEY FlNR OF PE9DDRVL OPoWWRY f!A Cm @CONTRCT S' Co. PER WY SfO. 1o00. OI"PE�R P� PAS OAY POMA GRAN PER SPP.W.0 Goo UN P. No. 151-3, IX.. Jr- POLE IND POWER UN5 IE4 TYM ]8KV To BE TO B BY FDWANA RMOAED/U DENRUUNOED PER SEPARATE PUN. (3, �PO�ffDPER S ff�� OE TO BE NSNLLED MAZER PROtlffD FITS HYMMM ASSOOATD) N'P1IRIEHNR(ES BERESTATED m FWD2M WATER CHARTER', PER SEPAMIE R.W. OOIB'IING WRIER SEMKE M ASSOCIATED NPURIEHV<ES To BE PEND,f➢ IN FW WM WATER CG._. PER SEPARME PAN OIXPEL�IXAIp] 9Y fDNN,NA WSEN G,MPN,�PEAR EU.WNI roPUU` O RDINE _NG MIL BOX @CONSTRUCT MAW TNDR PER $ .P.P.W.C. 1M_j t08 RfxO.E EUSWG AC GWM. ORfxO.E EIGSUNG Rf9DENN1 DIVE APFPOAOI. OPEMNE _NG TNEE. &DUSTING TRAFK SON TO EE RODUTE PER SEIWR.IR PUN E PUBUT. OSTE£T UDR PER SEPARATE RAN NND PERMIT. ©ADPJGT ER6uNG To (RARE SEE RAN OCWSIRULT MDVN FARE PER SP.P.W.C. 141-2 @CONSTRUCT AC BEN W11H SAND BASE PER DED IL ON SHEER I OGRAVIl DRWWAY TO REMAIN LRILTTY CONTACTS 1XE WNIWCTOR — NNFY THE TOUONNG MUTES DR AGENCIES A MINIMUM OF TWO WORNNG M PRIOR TO CNAME2CAN6 WHUTMMOH (51o) 8V5-2929 Cm OF FONIARA (NM) BIG CIWUiA CDMMuNIDMIONs (B51) 408-1813 SDNHEN CVPTIRHCA - CONPNTY: (BOB) 335-T5R1 FONONA WATER Cow— (NM) 2o1-TJ33 SWIHEId! GNPWHA EGEON GONPANY: (B09) 928-0TIO INANG EMRRE DAMES ALiNLLT. (BOB) 9W-18W SOILS ENGINEER OWNER/DEVELOPER GEOIECHNCAL PMIFESSMNNS INC. MULBERRY AND JURUPA NO. INC. 5236 CORPOMIE RRIUE 2Nz DUPONT ORYE LYPR3% G SOfi]O RY1K CA -12 SHEET INDEX I MLE SHEET. XOIES AND OETNIS 2 JWUPA AWXUE RNI AND FINHE ] JURUPA AVENUE WOSB SECTIONS I N/A 111.717 SF 2510 8 SF 1,1 5 TOILS ff 3 1W5 54R IF 152 T 3,143 ff 1,2M ff 28 ff 1,92] IF ] EA NIA N/A N/A N/A N/A l6u N/A 154 IF 2,D2) ff 1fi U N/A N/A 2 FA N/A NIA N/A BIS6 OF BFARINCS� BENCH IMRK: c Gf ADN/ANa �NCAdxNNW No 3a5' II 1111� 17 �i1 jam' II' SHOULD CONSTRUCTION OF THE REQUIRED pLOFEisp 2 �Wa uxaW. TxW sxPxmzlPx or : CITY OF FONTANA, CALIFORNIA Frain (� �): i- I— JI�I%//)ISI if i�J�uJJ�( 2115 IMPROVEMENTS NOT COMMENCE WITHIN TNO ,� f( PTA/ene EI70/nB ///10 //1C STREET IMPROVEMENT PLAN FO. R.R. SPX. W✓ PP/J2aelM AT YEARS OF THE DATE OF APPRGVAL SHOWN HEREON awexwx" aAtAw o onco"m11rv�Wn.r AAMNMESr �N�AEN Lr sv✓Ta AAM w: TITLE SHEET n (wxs) AKAN/E d N.N(M'D AVENUE DIAL AND CARRIED FORTH IN A DILIGENT MANNER, THE • Rs[ w. FG AB BHDMM EOPP W�1°r REP.�nWAsis °NeG min �) (A'ER sTAEEr AWFYMVEMENT ar uv ! xW�) BEFORE /on"ri o=. CITY ENGINEER MAY REQUIRE REVISIONS TO THE °P' 1a'1-a e 1 nY� JURUPA AVENUE -PARCEL MAP NO. 20468 oac M PTH,NO AG THE VDU DIG mum PLANS TO BRING THEM INTO CONFORMANCE WITH f GIW(� oR� `^'�v ao x. • c^r 'cco orc ='n= y�N0. 3 ouzo oA EAsr. A(iO1o.OxwacHOij G f1EYATUN = 96546' (LWPL'CNT `6/TIJ - - - C PLAA ,:._ �- p Puzllc amr1GE Wr uwsRRxm 1:mvRGE xE xtevl Pl�snm STANDARDS IN EFFECT. DNwwO srExzED RCE xo s61ss Jc „� sTzsrzoza